Summary for Test 2019-07-09-4-5
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214084 DEA: 040P3104 EFIS: 0417000425 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12,37,80,680,780-VAR |
| Award Date | 05/30/2019 |
| Closeout Date | 02/19/2020 |
| Work Description | TREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS. |
| Location Description | SOLANO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 07/09/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 8 tankers |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1192955 |
|---|---|---|---|
| Batch Number | 1192955 | Mix number | 1192955 |
Test Details
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DIME Sample ID: 2019-07-09-4
DIME Test ID: 2019-07-09-4-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/17/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1213 in^2
Sample 1 Ultimate Strength Actual: 449.08 lbs
Sample 1 percent elongation: 73.88 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1193 in^2
Sample 2 Ultimate Strength Actual: 419.3 lbs
Sample 2 percent elongation: 140 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.245 in
Sample 3 Area: 0.1188 in^2
Sample 3 Ultimate Strength Actual: 411.6 lbs
Sample 3 percent elongation: 69.13 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1179 in^2
Sample 4 Ultimate Strength Actual: 396.487 lbs
Sample 4 percent elongation: 60.85 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1208 in^2
Sample 5 Ultimate Strength Actual: 425.9 lbs
Sample 5 percent elongation: 68.54 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1203 in^2
Sample 6 Ultimate Strength Actual: 428.4 lbs
Sample 6 percent elongation: 67.54 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3702.2 psi
Sample 2 Ultimate strength : 3514.7 psi
Sample 3 Ultimate strength: 3464.6 psi
Sample 4 Ultimate strength: 3362.9 psi
Sample 5 Ultimate strength: 3525.7 psi
Sample 6 Ultimate strength : 3561.1 psi
Ultimate Strength Average: 3522 psi
Percent Elongation Average: 80 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results
Test was verified on 7/18/2019 ✔